20060734 Ver 1_Site Plan_20060428

1 RELEASE FQR PERMITS JKR 4/26/06
~~``~~N~CA~~~'~~~
Q~F~'SS O4~~2'. ND. DESCRIPTION BY DATE ~
BACK OF CURB r. -
OR SIDEWALK '_0" 1'-7" r ~ p ~ 16788 • ~ Revisions w ' V ~ o
4" TNICK CONCRETE COLLAR '~GINEE~'f~,~ ~
6" TO 8' ~~iikFV ~ h'~ ~ rr~~~~k~~n~~' ~
CAST IRON MIN. DEPTH
METER BOX
6~~ , HEAVY DUTY CAST IRON METER STOF4 SERVICE
SCREW TYPE VALVE BOX 1" SERVICE TUBING BRICK SUPPORTS TO RESIDENCE
AND COVER, MARKED WATER (4 EACH) ~Q
COMMON BRICK / METER-BY OTHERS ~W
- - AT 1/3 POINTS ~EEP LINE SLACK/ O E-+
d
O~ ~
~-VALVE
~--PLASTIC STIFFNER
CORPORATION STOP
t CUBIC FOOT THRUST BLOCK WW~~
P ---TAPPING SADDLE A PROVIDE RED FLASHING LIGHT FOR ~ ~ ~
WATER MAIN ALARM CONDITION AND AUDIBLE ~ ~ ~ ~
A ALARM WITH SILENCE SWITCH ~ ~ ~ U
A VALVE AND VALVE BOX
C8 NOT TO SCALE LOCKABLE CONTROL PANEL MOUNTED
AT REQUIRED HEIGHT W~NIGH
LEVEL ALARM & SILENCER '
CAST IRO~J{ 7' BPASS PLUG D 1 INCH WATER SERVICE METER BC;. ~ ~ a
C8 NOT TO SCALE ' O ~
c~
CONCRETE COLLAR BASIN COUER ~ i
2" FEMALE STRUCT, PLASTIC ^ ~
VALVE BOX COUPLING PUMP WIRING INSTALLED IN 3~4 ~ ~ ~
SEE SPECS FOR BURY CONDUIT-MIN 18" BURY 2 STAINLESS STEEL DENT WITH ~ z N
BIRD SCREEN ~ ~ N w z
REQUIREMENTS 6" THICK CONCRETE COLLAR BOLT DOWN ~ a ~ ~
BURIED WARNING AND
STAINLESS STEEL FASTENERS ~ ~ m
WATER MAIN IDENTIFICATION TAPE R RIM ELEVATION = +15,0' ~ ~
WATER MAIN PLUG \~~\,.A ~,.~\~~~~,~V~,,A~ V~ V~ V~ V~ ~,,~A/~ , V~~V~~A~ V~~V~ V~~~ ~V~~~`.,~\/~/~ ~ ~ ~ z O
WITH 2" TAP FINAL BACKFILL JUNCTION BOX ~ i
\~i 9" LIFTS MAX STRUCT, PLASTIC ~ W C° ~
~.~~~4
c~:v
GRASS NIPPLE BURIED DETECTION WIRE a0~
2" FALL VALVE N ~ 2 PVC ' ~
SCH 80 PVC FOR NON-METALLIC PIPE- ~ LlFT-OUT CHAIN ~ a..~ ~ o
000PLWGS SEE SPEC FOR BURY STAINLESS STEEL FORCE MAIN ~ o
„ ~
2° PVC SCFI. 40 PIPING REQUIREMENTS INITIAL BACKFILL 4 INLET FROM SEPTIC TANK ~ 2 BALL VALVE,
B PERMANENT 2" BLOWOFF ASSEMBLY 6" LIFTS MAX
C8 NOT TO SCALE ~ SCN 4Q PVC TRUE UNION, PVC W~ 90° ELBOW
~
UTILITY MAIN 36" FIBERGLASS
SIZE AS INDICATED
PUMP BASIN 2" DIA, ScH ~~a PVC
D/2 (MI) 12" O.D. OF 12" EFFLUENT PIPE
PIPE
HIGH WATER
PIPE TRENCH WITHOUT BEDDING "ALARM" _ +26' 2" NPT PVC CHECK VALVE
111111 a a
PUMP "ON"
D (MIN}-~ i LEVEL = +2,5'
~ a i
2" EFFLUENT PUMP
D/2 (MIN) ~~~~I ~ E PIPE TRENCH SECTION C8 NOT TO SCALE
PUMP "OFF"
LEVEL = +1,a PUMP INU, OUT p ~
D UNDISTURBED
PLAN EARTH PLAN ~
BGTTaM = a ~ ~ a o ~
D/2 (MIN) D 2 MIN) (REFERENCE) a a~° a ~ ~ n a o
I~ I Il_I --i .I I -I I1=
~ ~ ~ 12 GROUT FILLETS ~ ~
iii l TREATED WOOD SUPPORT
42" SQUARE o ~ N
(MIN) D (MIN) a ENCASEMENT PIPE SIZE LENGTH =PIPE O.D.+12"
° II~_ a o v (TYPICAL OF 3) 1=1 - UTILITY MAIN ENCASEMENT o0 ~ ~
_ III -II DIAMETER PIPE DIAMETER o MVP CARRIER PIPE o~~ ~
NOTES; ~ ~
e~evarioN~ e~evnrioN ` ENCASEMENT PIPE 1, SUBMERSIBLE EFFLUENT PUMP SHALL BE 1 1~2NP, 1~, 230U, 6aHZ ~ ~ H
FOR SENDS UNDISTURBED FAR TEES H ~Z EARTH
350 RPM, 2a GPM @ 51' TDH, ~ ~ ~ W
THRUST BLOCK DIMENSION D IN FEET ~ I ~
NoM. 5' PAVEMENT WIDTN STEEL STRAPPING 2. PUMP SHALL HAUE DOUBLE CARBON AND CERAMIC FACED ~ ~,p ~
PIPE DEAD 90° 45° 221/2° 11 1/4° 5HAFT SEALS, SHAFT SHALL BE X16 STAINLESS STEEL, ~ ~ Q
DIA. END BEND BEND BEND BEND PIPE BELL TO BE CLEAR ~ ~U
2" to t.z t.o o.~ 0.7 OF CASING
4" 1.3 1.6 1.2 0.9 0.8 3. MOTOR SHALL BE OlL FILLED WITH HEAT SENSOR
~ SECTION A-A THERMOSTAT AND OVERLOAD PROTECTION, THERMOSTAT pC~.~ p~ a
a Z SHALL RESET AUTOMATICALLY WHEN THE MOTOR COOLS ~
C TYPICAL THRUST BLOCK SIZES ~yA v w TO A SAFE OPERATING TEMPERATURE. ~ ~
C8 NOT TO SCALE - o UTILITY MAIN-SIZE
CASING SLOPE =PIPE SLOPE " AS INDICATED
4, MOTOR SHALL HAVE A CAST IRON HOUSING RATED ~
PIPE INVERT AS INDICATED CLASS 30, ASTM A48, ~
ON PLAN
5, PUMP SHALL HAUE A REPLACEABLE VOLUTE SEAL RING,
END SEAL ~'~A ENCASEMENT PIPE-SEE
EACH END PROVIDE SUPPORT W/ TABLE FOR SIZE
SPACERS AT 5 O.C. MINIMUM.
G UNIINULN NUMH & bA51N
Q-V NOT TO SCALE
F UTILITY BORE
C8 NOT TO SCALE U8
06015

1 RELERSE FDR PERMITS JKA 4/z4f06 ~ z~~~~
ooogo
``,tittNlltill! ~Ii
0 0 0 0 0 8 00°o VEGETATIVE SEEDING ~~OQ~~ C SRqC/y~i
SING ACTIVITIES AND THE N~. ~ DESCRIPTION BY DATE ~ ~ ~
1" SF 9.5A ASPHALT SURFACE COURSE OUTLET PI ooooopo°p~ ~°ooo AFTER COMPLETION OF GRADING ACTIVI'E' A o0 0 0 o A CONSTRUCTION OF SWALES, ALL EXPOScD ALL EXPOSEIL AREAS SHALL
TACK COAT o00 0 M dG sPEC1FiC;ATIONS: Revisions ~ ~5~as ~
BE SEEDED TO THE FOLLOWING SPECIFIC:B~ 2° TYPE H BINDER B A o° o ~ p SEED BED v ~
FLOWS o o RIP RAP a LIME 1-1 /2 TON PER ACkE )N PER ACF,E '%,°y~VGII~~;~
Q0.,0 0o FERTILIZER 1/2-i0N PER ACRE PER ACRE
00 0o p oo SEED
° °p ° RYE GRAIN 50 LBS PER ACRE ~ 0000 00$000~o MAY HROUGN AUGUST: LBS PER ACRE PER ACRE PROVIDE CENTIPEDE SOD
PER ACRE ON ENTIRE LENGTH OF LEVEL FLOW
SPREADER~AXIMUM DEPTM~ELEVATION
n~ 8" ABC BASE PLAN CENTIPEDE 5 LBS PER ACRE ER ACRE OF RUNOFF I~GEiRiED O~TIEi ARER
~ RC ~ PROCEDURE
SPILL AT ELEVATION=1,5 ~ ~ ~
'LIED AT A itiATE WHICH WILL F'lOW O
-III-I ( ~ ~ STRAW MULCH SHALL BE APPLIED AT A R COVERAGE OF THE SEEDED ~ ~ O ~ ~
-III-III-I~16" SELECT FILL INSURE APPROXIMATELY 75% COVERAGE 0 FLOWS RIP RAP AREA. THE STRAW AND SOWN SEED WILL [ ~ SEXED WILL BE LIGHTLY ~1 ~ ~ ~ ~
PUBLIC ROAD ~J DISCED INTO THE BED TO GIVE IT FURTFI': °o~ooo~oo, ~°oooogo~~A TO BLOWING AND WASHING. JE lT FURT(~IEf~ RESISTENCE PROVIDE CENTIPEDE SOD ON ENTIRE ~ ~ ~ Q
VEGETATED OUTLET AREA ~ W ~ ~
GRANTEE A i-ULL STAND OF CL SWALE/SPREADER ~ ~ U
q NEW PAVEMENT SECTION FILTER FABRIC g °ooo ~'~io ~ o 0o THE CONTRACTOR SHALL GUARANTEE A F C6 NOT TO SCALE SECTION A-A ~ GRASS OVER THE ENTIRE DISTURBED Akc THE CONTRACTOR WILL WET DOWN THE AR ITURBED AREA. IF NECESSARY ELEVATION=t0 a ~ ~ W
DOWN THE AREAS TO ASSIST U LEVEL FLOW SPREADER OUTLET AREA ~ ~ ~ U
A B C D E MAX. RIP RAP SIZE IN SEED GERMINATION OR AID IN GROWiii IN GROWTt~I IN TIMES OF C6 NOT TO SCALE
12" 5' 8' 8' 12° g" EXCESSIVELY DRY WEATHER. A STAND GF A STAND OF GRASS WILL BE
15° 5' 8' 8' 12° g" CONSIDERED ACCEPTABLE WHEN THE ENIi 18" 7.5' 12' 12' 18° 14" GRASS IS AT LEAST FOUR INCHES HIGFI A ACHIEVED AT LEAST 95~ COVERAGE OF LI iEN THE ENTIRE STAND OF
CHES RICH AND HAS
VERAGE OF DISTURBED
f"-20~~ AREAS. RESEEDING WILL BE REQUIRED Ai; 3EQUIRED AS NECESSARY BY ~ o
I THE SPECIFIED STAND OF GRASS. ~ o ~
0 0 0 6" LAYER OF COARSE AGGREGATE E OUTLET PROTECTION THE CONTRACTOR TO OBTAIN THE SPECIFI 00000 OVER 12" LAYER OF STONE BASE C7 NOT TO SCALE 1
o°o° COARSE SPECIAL SEEDING NOTE: P cv ~ c~
o°o°o IDE A GROUNDCOUER SUFFICENT TO RESTRAIN ~ ~
12" THICK LAYER OF THE CONTRACTOR SHALL PROVIDE A GROUN 50' o°o°o EROSION ON EXPOSED SLOPES WITHIN THE S
o ° o ° o N57 STONE ON UPSTREAM WITHIN THE SNORTER OF 1D WORKING DAYS OR ~ ~ N
o°o°o END OF CHECK DAM 30 CALENDER DAYS FOLLOWING COMPLETION COMPLETION OF ANY PHASE OF GRADING. AND ~ ~
0 o PERMANENT GROUNDCOVER FOR ALL DISTUR °o°o° ~O~O ~8g O~O~ WORKING DAYS OF 90 CALENDER DAYS FOL ono°o~~ O O Z ALL DISTURBED .AREAS WITHING THE SHORTER OF 15 ~ ~ m Q
:R DAYS FOLLOWING COMPLETION OF CONSTRUCTION ~ ~ ~
\ p ~ OR DEVELOPMENT. ~ ~W~
~zo
EDGE OF EXISTING Y%%~//~/%//v/%~%% 3 0
ROADWAY PAVEMENT \~~\~~%\~/j~i~ H VEGETATION PLAN _AN ~ ~ coo 0
NOTES: C7 NOT TO SCALE ~w,~~
B GRAVEL CONTROL ENTRANCE 4' 4' 1. CONSTRUCT CHECK DAM OF RIP
~yN
C7 NOT TO SCALE RAP STONE PLACED IN ACCORDANCE ~ ° o N
~ WITH DETAIL. ?~q 7 m v
O~O~~O °"~U~jW
r`~ O
M 0~~~~~~CPO~~~~O SHALL~IBENREMOVIED ONCECTHE LE EM r =
SELF ANCHORING O~~ODO~pOOp~0~0~0~ IS WITHIN 6" OF THE CENTERLINE
• METAL POST @ 6' O.C. MAX ~~O~O~O~~~~0~00~0~~0 CREST OF THE DAM.
12 GUAGE 6 X 6 WIRE MESH o00~~0~ ~O~O~~~oo 3. SHOULD SCOUR DEVELOP AT THE O~~O~O DOWNSTREAM END, IT SHALL BE
3' FILTER FABRIC REPAIRED IMMEDIATELY.
FLOW
DIRECTION 4. PROVIDE 12" MIN. FINE GRAVEL
8 FLOW ON UPSTREAM END OF CHECK DAM.
f CHECK DAM
C7 NOT TO SCALE OUTLET PIPE TO BASI PIPE TO BASIN FRAME & GRATE OVER
-SIZE AS INDICATED S INDICATED INLET CHAMBER ONLY
3'
2° X 2" X 3' WOOD POST ~ ~ IfhL 8" SOLID ~
I~LCT CHAMBE~ A
E Q ~
NCDOT #57 STONE CMU WIER ~ C7 NOT TO SCALE BYF;aS
~ SILT FENCE
BYE"r~~5 CHAMBER U~ ~ ~
~ 6 ~ ~
BYPASS PIPE-SIZE ~ Q
AS INDICATED C~ ~ PLAN FRAME & GRATE ~ ~
RIM ELEVATION OR MANHOLE COVER-SEE PLAN O ~ d ~
\ -EROSION CONTROL FABRIC ~5 ~ 6" OC EACH WAY 8" THICK CONCRETE TOP Q ~ E`'
ON 12 GUAGE 6x6 WIRE MESH ~ ~
~ ~ 2° X 2" X 3' WOOD POST TOP OF WEIR -8° P NOTES: 3 -8" MIN 8" CMU-GROUT FILL ALL CELLS ~ ~ ~
PIPE INLET FLUSH piPE rv~~ & sits ~ C~
1. VEGETATE IN ACCORDANCE ~ INVERT TO BYPASS N;~~~.~ WITH VEGETATION PLAN. 6° THICK NCDOT INVERT TO BASIN '~ITI-i INSIDE WALL As itvoi~aTF~ ~ ~
~ ~
#57 STONE AROUND 18"
#D DOWEL ~ 16" OC ~ ~
PERIMETER ~ VEGETATED SWALE EACH SIDE ~ ~
U ~
C7 NOT TO SCALE X7
SECTION A-A Q,
`~/\\j~~~~ /j~ B U R Y FABRIC ~ ;R ,BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE
C7 NORMOASCALBYPASS S ALE ELEUATfON DATA
CATCH BASIN
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS.
G SEDIMENT TRAP
C7 NOT TO SCALE C7
06015

i
1 RELEASE FOR PERMITS JKA 4~24~06 ~ •ti~ pG
,~~~~ti~un+i ii
r •
EXISTING GRADE
NN, DESCRIPTION BY DATE ~~Q'~'y% r 2' s~~~ 9r,.''~
• EXISTING 36" CMP AT COFFE CREEK • ti '
TO REMAIN Revisions ` 157, ~a 0~9
8 '.'Sr ,
7 ~ ;
6 _ SEQUENCE OF OPERATION:
5 /
4 / 1. SECURE PROJECT PERMITS.
3 2. CONDUCT PRE-CONSTRUCTION CONFERENCE,
2 / 3. INSTALL GRAVEL CONTROL ENTRANCE. ~
1 / 4. INSTALL SILT FENCING. ~ ~
0 / 5, INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN a ~
/ TIC ups of o r~ ~ ~a~rr -1 E ~ ~ p+~ 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. Q ~ ~
_ 2 (7) 2" PVC FORCE MAINS TO REMOTE SEPTIC / l1ES OF ifE OFF-SBE Ol~f~hl IIRfA p~ ~ 7, INSTALL SITE IMPROVEMENTS C7 ~
FIELD AREAS. LOCATE 5'-10' OFF EDGE OF / i~, 8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION • ~
„ PAVEMENT. PROI>IDE MINIMUM 36" BURY. ~,~ti'~ ROUTE NEW 2 PVC FORCE MAIN BELOW SEE SHEET C4 FOR CONTINUATION 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION, a
„ MARINA SYSTEM REPAIR AREA EXISTING CULVERT. PROVIDE MIN. 24 /
I \ VERTICAL SEPARATION \ MAINTENANCE PLAN:
„ ~ 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL W W ~ ~
NEW 2 SEWER FORCE MAINS 0 EE REEK \ ~ BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ~ ~ ~ W ~
ROUTE 2" PVC SEWER FORCE MAINS ' ~ A B PROFILE-FORCE MAIN CROSSING AT EXISTING CULVERT ~ ~ \ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ ~
„ BELOW STORM DRAIN. PRO~DE 1 / \ ~ C6 SCALE 1 =30 24" MIN VERTICAL SEPARATION. CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED P.~ U~ Q U Q
A Y 1 ~ ' S STEM AREA ~ SEE PROFILE TNIS SHEET ~ ~ / ARINA SYSTEM REPAIR AREA REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
\ / 1 ,i \ DEVICES IN THE OPERATING CONDITIONS INTENDED.
/ y~\ A F' 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
XISIING 6° PVC WATER MAIN ' \ ~ AS NECESSARY AND MULCHED ACCORDING TO
e 0 SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
r \ ' CHRIS MACNLE ~ ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~C
SYSTEM AREA ~2 \
COVER. c--
1 , i TING 36 CULVERT \ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ ~ o
. TO EMAiN ' SYSTEM AREA ~5 \ ~ 30LF ILT FE~CE AT TOP Of BANK \ ROAD SHALL BE REMOVED ON A GAILY BASIS. ~ •L ~ ~
/ \ 4NlllIAM ADRIAN N410RTON 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ N I
SYSTEM AREA ~3 W1l1LiAM ADRIAN WHORTON \ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ U ~
o \ / ~ ' OEFEE REEK ~ ~ / A DEPTH OF ONE FOOT. ~ ~
ROUTE SEWER FORCE MAINS BELOW ( I e°- i ' 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 ~ w z
EXISTING WATER MAIN-PROVIDE MIN, UTILITY BORE F ~c Iry ~ \ ~ry ~Z ID ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF ~
24" VERTICAL SEPARATION p .n m I~ ~ \ CU D 1D / ~D / \ CONSTRUCTION. ~ ~ mom`
1 ~'n m , ~m A f7 V ry ~b ( SYSTEM AREA 4 ~ ~ ~x Q I AREA ~4 ~ W ~
~ A ~ C ,z ' m \
I~ i \ m \ 0 SPECIAL SEEDING NOTE: ~ ~ ~
1 I e t Ir ~ \ THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT ~ w ~ °o
EXISTING 6° PVC WATER MAIN ~ SYSTEM AREA ~6 \ k%~ TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
c
f ~ ti9 \ ~ti ti OF 15 WORKING DAYS OR 30 GALENDAf, DAYS FOLLOWING ~ ~ ~
(7) 2" PVC FORGE MAINS TO REMOTE SEPTIC COMPLETION OF ANY PHASE OF GRADI~'G: AND A PERMANENT ~ ~ o ~
FIELD AREAS. LOCATE 5'-10' OFF EDGE OF GROUNDCOVER FOR ALt DISTURBED AREAS WITHIN THE SHORTER OF ~ m N
PAVEMENT, PRDNDE MINIMUM 36" BURY, ss.~,, 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ o ~
SEE SNEET C4 FOR CONTINUATION OF CONSTRUCTION OR DEVELOPMENT, C~
NOTE. _ _ _ ~
AFL FILL MATERIAL NEEDED TO COMPEETE
I OUNTY IMPR M T T SEE PALL CO C OVE EN PERMI LENT PERMIT THE PROJECT NOT GENERATED FROM ON SITE
FOR SPECIFIC CONSTRUCTION RE UIREMENTS Q QUIREMENTS
FOR SEWAGE DISPOSAL AREAS GRADING ACTIUITiES SNAEE BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
SILT FENCE C
C7
OUTLET PROTECTION D
C7
OUTLET PROTECTION E
C7
W
f ~ CHECK DAM F
~f C7 ~
l ~ ~
INLET PROTECTION G ~ ~ ~ ~
7 C
EXI NG 6" PVC WRIER MAIN ~ ~ ~
H VALVE & VALVE BOX A ~ O ~ a C8 ~ ~ ~ ~
~ ~ ~ H
a. i 2" CLEANOUT B Q ~ ~ A
C8 ~ Q ~ W
A ~o~ ~ w THRUST BLOCK C ~ I ~
C8 ~ cS~ ~
C~
rt 1" WATER SERVICE D ~ ~ Q W
p- cs ~ ~ o ~
NOTES: © ~~j ~ ~
1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION. ~ ~ ~ H
7 2" PVC FORCE MAINS TO REMOTE SEPTIC FIELD AREAS. LOCATE 5'-1D' OFF EDGE OF
°"""r` "i PAVEMENT. PROVIDE MINIMUM 36" BURY. 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE ~ ~
SEE SNEET C4 FOR CONTINUATION WITH THE PROJECT VEGETATION PLAN, SEE ~
DETAIL H, SHEET C7. ~
t 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
0
,e
d 0
I ° i
rA --~OFF-SITE SEWAGE DISPOSAL AREA
~11 C6 SCALE: 1"=60'
06015

1 RELEASE FOR PERMITS JKA 4~24~06
NOTE: 2 NCDENR COMMENTS JKA 5~26~06 ~~~~~~~u~#~~ ~qri ;
R
CLEAN ACCUMULATES SEDIMENT WHEN IT CLEAN ACCUMULATES SEDIMENT WHEN It THE CONTRACTOR JTRACTOR SHALL N6T PLACE OR~ USE ANY HEAVY EARTH MOVfN~G ~ >~ss° ' ND. DESCRIPTIdN BY DATE ~ a'~,~`~:~~m;
REACHES A DEPTH OF 0.90' RESTORE TO DESIGN DEPTH REACHES A DEPTH OF 0.75' RESTORE TO DESIGN DEPTH EQUIPMENT IN TH SEE PLANS SEE PLANS NT IN THE INFILTRATION BASIN AREAS TO AVQID COMPACTION OE ~ A~
Revisions ~~sa ~
THE UNDERLYING )ERLYING SOILS. :o', f, o
-,,ti G?~cE~, ~2
a/~~I ~'I/g P~ A~f ~!{fir;,,.
TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 5.0' TEMPORARY POOL LEVEL ' . TEMP POOL ELEVATION = 5.0'
4 ~ q ~ 4 ~ 4
SEQUENCE OF OPERATION.
' ' ~ ~ ~ ~ ~ SEDIMENT CLEANOUT ELEVATION = 4.1' ~ ~ ~ ~ ~ SEDIMENT CLEANOUT ELEVATION = 4.25' 1, SECURE PROJECT PERMITS.
BOTTOM ELEVATION =3.8' - BOTTOM ELEVATION =4.0' 2. CONDUCT PRE-CONSTRUCTION CONFERENCE, ~
AVERAGE EXISTING GRADE = 3.2' AVERAGE EXISTING GRADE = 3.8' 3. INSTALL GRAVEL CONTROL ENTRANCE, ~ Q
ELEVATION 1.5 4. INSTALL SILT FENCING. ~ ~ ~
40' MINIMUM ELEVATION 1.0 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN 0 ~ . .
OVER EXCAVATION ELEVATION =0.87' OVER EXCAVATION ELEVATION =-0.20' 0 40' MINI CLEAN SAND FILL 10"± ORANGE SANDY CLAY LAYER CLEAN SAND FILL 20"t ORANGE SANDY CLAY LAYER 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
FLOODED DEPTH 7, INSTALL SITE IMPROVEMENTS ~ ~ ~ ~ ~
8, SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION ~
TO BE REMOVED AND REPLACED 'MTH TO BE REMOVED AND REPLACED WITH ~ CLEAN SAND FILL CLEAN SAND FILL 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. E-+ ~ ~ p
~W~~..
MAINTENANCE PLAN:.. ~ ~ ~ W
~dOTE NOTE:
THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~ ~ W ~
RS DESIGNRTE~ ABOVE. NO FILL SHRLL BE PINGED IN THE EXCRVkiION UNTIL AS DESIGNATED ABOVE_ NO FILL SHALL BE PACED IN THE EXCAVATIOPI UNTIL 3 VEG DIRECTED i0 DO SO BY THE PROJECT ENGINEER. DIRECTED TO DO SO BY THE PROJECT ENGINEER. C3 CS NOT 18"RIP RAP ON FILTER FABRIC BE CHECKED FOR STABILITY AND OPERATION FOLLOWING p., U~ ~ ~1
3 VEGETATED FINER CROSS SECTION EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO
C3 C5 NOT TO SCALE CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
1 CROSS SECTION-INFILTRATION BASIN #1 2 CROSS SECTION-INFILTRATION BASIN ~2 DEVICES IN THE OPERATING CONDITIONS INTENDED.
C5 C5 NOT TO SCALE C5 C5 NOT TO SCALE 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
A5 NECESSARY AND MULCHED ACCORDING TO
SPECIFICATION5 IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE p°'° ~ ~
a COVER. ~ ~ ~
3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ N i
a ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ U ~
4, SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ z ~
& CHECK DAMS WHEN IHE SEDIMENT ACCUMULATES TO ~ w z N
DROP IN~E,T RUC1U ~ 0'~ ~ ~ / A DEPTH OF ONE FOOT, ~ ~ ~
85°50' RIM = . V V 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 ~ m X
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF ~ ~
CONSTRUCTION, ~ z ~
~ ~
3 2 NV = P ~5 DRO
RIM = 5.3'
1 ~ SPECIAL SEEDING NOTE; ~ ~ ~ ° a W O
_ ° ~ INVERT = 4.0' TO BASIN) ~ THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT -o
TO RESTRAIN EROSION ON E)<POSED SLOPES WITHIN THE SNORTER ~ ~ o ~
a SIDE SWALE INVERT = 2.5 0 BYPRSS) - OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING - m ~
5.6 a 5~ - a---~ BOTTOM = 0.3'( EDIMENT STORAGE) ~ COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ~ ~ o ~
a 5 ~ 2~ I~LF 12 R WEIR - ' GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
Q 5'R 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~
a + 41 . OF CONSTRUCTION OR DEVELOPMENT. ~
MOTE:
5.5 3.8 INv ALA FIEF MATERIAL NEEDED TO COMPETE
a 3.8 THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALE BE OBTAINED FROM
A PROPEREY PERMITTED BORROW P1T FACILITY
~'~6 .4 a ~~s~ 24' TYP 5
LEGEND
6 (2) 8z8 SPT l,4NDSCAPE TIMBERS ANCHORED I y 5.8 5. 2 5
W1TH 5/8 DOWELS @ 12" OC SILT FENCE C -c~-
C7
3 t a
a
~ I (2) 8z8 SPT LANDSCAPE TIMBERS ANCHOREd r.... OUTLET PROTECTION D ~ C7
/ WITH 5/8 DOWELS @ 12° OC
OUTLET PROTECTION E F=7
5.6 INFILTRATION BASIN ~1 ~ / INFILTRATION BASIN ~2 BOTTOM ELEVATION = 3.8 / , 3 I N BOTTOM ELEVRTION = /~.0 ' r ~ C7 A 4
~ AREA AT BOTTOM = 3,490 SF ( AREA AT BOTTOM = '842 SF / CHECK DAM F ~ ~ ~ ~
TEMP POOL ELEVATION = 5.0' ~ TEMP POOL ELEVRTI~ - 5.0~ ' r ICJ C7 ~ Cy
a AREA Al TEMP POOL = 4,362 SF I / 3.8 INV gREA AT TEMP POLL = 2,580 SF ~ ' ~ ~ ~
r INLET PROTECTION O ~ ~ ~
VOLUME = 4,711 CUBIC FEET VOLUME = 2,211 CgBIC FEET ~ ~o~
+ ~ ~ ~
5o'R \ 44 ~ a ~ 10LF 12" RCP & (1) F ~ % VALE & VALVE BOX A ~ R-+
i ~ C8 C~ ~ CJ p"
„ ~ ~ ~
~ - / 2 CLEANOUT B ~ ~
a ~ ~ 5.6 ~ r C8 ~ d ~ ~
THRUST BLOCK O ~ ~ ~ ~
~~o Q c$ ~ ~ ~
3,6 ~
~ .0 / ~ ~ / 5 % 1 WATER SERVICE D
6 a 5.4~j .8 C8 Q ~
5. - ~ ~ ~ NOTES: CC
5.~ ~ 3.4 a ~ a 5
1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS 1N ACCORDANCE ~
WITH THE PROJECT VEGETATION PLAN, SEE
a I s ~ ~ 4,2 / 5j~+ 5.8 5, DETAIL H, SHEET C7,
~ 3, SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION, W
a ~ 5.8 a s 1 .8 ~ / I
fr
r 0
~ a `~I 5. ~ °5.8 5 4 ;
INFILTRATION BASIN #1 B INFILTRATION BASIN 2 C5
CS CS SCALE: 1"=10' CS C5 SCALE: 1"=10' 06015

1 RELEASE FOR PERMITS JKA 4~24~06
~~~~~~~p4tinitrt~~i
jai
X ~.~i~~i/.
N~, DESCRIPTION BY DATE ~2v°°~=
SEAL r
' 15738 ~ M Revisions i
so~•, ',r'~
~'~ia FVI N
<<I(N111111 't~~ SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE-CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE. ~
4, INSTALL SILT FENCING, r,
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN ~ Q ~
6. FINE GRADE ~ STABILIZE ROAD & DRAINAGE AREAS. ~ ~ ~
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION • ~ '
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~ ~
MAINTENANCE PLAN: F' ~ ~ ~
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL W W ~ ~ . .
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ~ ~ ~ ~ ~
r 58 E .8B' EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ ~
s ~ CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED p~ ~ Q CJ Q
' 1.580 Acres STlNC REBID CE ~ I REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
~ / 10 REMAIN ~ r ~ ~ DEVICES IN THE OPERATING CONDITIONS INTENDED.
• ' s . , ~ 1 2" PVC FORCE MAINS TO REMOTE SEPTIC i ~ o SEPTIC 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
q FIELD AREAS, LOCATE 5-10' OFF EDGE OF k v „ XIS~NG GRAVEL DRIVE PAVEMENT. PROVIDE MINIMUM 36 BURY. _OF AS NECESSARY AND MULCHED ACCORDING TO 'Y. SPECIFICATIONS IN THE VEGETATION PLAN EN ORDER TO
i ~ T KENNETH ~ REBA T~~EER o REMAIN SEE SHEET C6 FOR CONTINUATION ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
DB 223 PG 402 COVER. '
CRAW} FF ~ XISTIN OADSIDE SW E 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~~o
i RE AIN ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ ~ ~
i ~ , ~ , S 8853`43" W _ (j) 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ ~ N I
9, iS4,28' I ~ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ U ~
~ ~ ~ a I~ ~ A DEPTH OF ONE FOOT. z ~
V / ~ r , 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED O ~ w ~ N
W ~ w ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
N ~ rnrn CONSTRUCTION,
~ I vJ q ~ ~ ~ ~ ~ m~ ~ ~x
W O ~ ti.. i? ~ w ~
x ~ n SPECIAL SEEDING NOTE: o z
i ~ ~ Li EXISTING 6"PVC WATER MAIN K.S. SERGE THE CONTRACTOR SHALL PROVIDE. A GROUNDCOVER SUFFICIENT ~ w ~ o
, oo~ I r•-- ~
~ DB 139 PG D1 d ' ~p ~ n TO RESTRAIN ER051ON ON EXPOSED SLOPES WITHIN THE SNORTER
6' s A"~ o~ ° ti ROUTE 2 SENOR FORCE INSTALL (3) 11 1~4' ELBOWS & s>, ` MAINS BELOW NEW 6" PVC ~ 3 THRUST BLOCKS. DO NOT BEND ROUTE (7) 2" SEWER FORCE ~ I ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ ~ ~
° n ~ ~ n ~ ` WATER MAIN, PROVIDE 24 " PIPE BEYOND MANUFAGTURER'S MAINS BELOW NEW 6 PVC ~ COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ~ ~ o ~
XI5TING SHED w °i MIN, UERTI A WATER MAIN. PRO~DE 24 „ REMAN C L SEPARATION RECOMMENDATIONS 1 6 TEE GROUNDCOVER -FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF ~o m N
~ MIN, VERTICAL SEPARATION ~7 „ 2 ° ~ n ~ (1) 6 VALVE 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ U o
~ 2 PVC FORCE MAIN NEW 6° PVC WATER MAIN i THRUST BLOCK OF CONSTRUCTION OR DEVELOPMENT. ®
~ . 36 MlN, BURY ~ Q { ~ 'o.. o ` , TY 36" MINIMUM BURY ~o. ,S (PICAL OF 7} M 877T43" i
~ ~ ° ~h~ 154.44' Total ~ ~
NORMAL WATER LEVEL ~ ti NOTE:
' 1500 GAL RU1(R TANK ° . ~ 15~ GAL~P~C TANK a ~ a ALL FILL MATERIAL NEEDED TO COMPLETE
~'s,. Abe , ~ ° a XISTING H>rIRANT j 06S 9 " a
4 PVC EWER R ~ ~ 4~E {1) 6 90' ELBOW THE PROJECT NOT GENERATED FROM ON SITE
° ° ° 4 1l 6" UALUE a a 8I?73' 6" W 4 { 1
EXISTING RIP RAP ~ • ~ a (1~ THRUST BLOCK TD REMAIN a a 99.49 d GRADING ACTIVITIES SNALL BE OBTAINED FROM
r. ,9. ° 4 a ° ° . A PROPERLY PERMITTED BORROW PIT FACILITY
~ ~ ~ a ° ° as UTILITY ORE . F "
a ' ~8 JIMN N s5~1'o~" w ~ a ~ JIMMY WATSa~ ~
` 10,26' o ~ ~ 4 ~B L DB 418, PG 116 LEGEND
s ~ ~ n s, N 6 PVC WATER AIN
~ ~ a 36 MIN MUM BURY g n 55023 W -aoa SILT FENCE C 35 50'23"W 58530'23"W C7
~s~, ° ~ w .
s- ~ o I I s ~ Q 12.90'
- INFIL1RAifON BASIN 1 XIS NG R ADSIDE SWALE ~ ~ ~,,s ~ ~ e ~ ~ ~ a o , OUTLET PROTECTION D e ~ d
~ ° ° TO MAIN / _ ~ C~
~ ~ a E~STING BULKHEAD > > a ~
TO REMAIN ~ n i
° a r~ t a ~ ~ P xisTiNG BOAT RAMP ®OUTLET PROTECTION E f t d TD REMAIN C7
~ OU 6" PV T~ MAIN t
~ a a ° ELO STORM ~ IN. PROVIDE NORMAL WATER LEVEL 4 Q ~ ~
~ ~ ~ 4" T z ` i~ ° IN VERIICA SEPAR ION. i 46 ~ CHECK OAM F ~
~ o, INFIl~RA110N BASIN ;~2 C7 ~
w ° a ~ ~ G SEPDa 1ANK PUMP K a Q r U~ ~j ~
~ C8 TYPIC Of I ~ a a _ r i 45 INLET PROTECTION 0 ~ 0 Q
~ ~ 3,6 r ~ 7 p ' H
~ .60.00 a ~ ~ 1 ~ C ~ ~ ~
1 d , f i / 44 ~ ~ ~ l 43 ~ VALVE & VALUE BOX ACg 0 O ~ a
q ~ NEW 6' W9D FLUSH WOOD t ~,~ti a WETLAND LINE ~ ° ` d
~ ~ 1c ~ WALKWAY a NORMAL WATER LEVEL jam,
V ' y ,r N _ U~ y ~ END OF LINE B °
® 2" CLEANOUT B ~ ~ ~ 42 ~ C8 ~
m ~ iw~ + ~ $ {"n a 9 r Q
w O ! ~ ~ H
Q (U N 4i'53'36 ~ ° ~ i 41 ~ ~ ® THRUST BLOCK C ~ Q ~
6,43' RPM~+f;NR ° `sl1' MUSS. ~ ro ~ ~ ~ C8 CD ~
EXISTING BULKHEAD N ""~~'~!~w:+'''~,.~ti;, ~ ° r TO REMAIN N. ~ 0 40 ~ ~ Q
~ , o ° ER.. o NEW 6''I~DE FLUSH WOOD--~ g.~ fK.li~ ftIPR~~ FER " ° t ~ WALKW WSDE ~.usN wooD ~ ~ ~ 1" WATER SERVICE D ~ 3s ~ d C8 ~ ~ CUB ~
?r Jas ~ni~ l r ? ~l
y ~ N(ktMAl WATER LEA ~m ' ~ R ~J~ N T ~ ~ ~ 0 ES.
z 3a C,~ ~ 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION. ~ ~ ~
WETLAND INE ° ~ t .if ~
'"'.,,,..,yam tz C~ ~ 2, REVEGETATE ALL DISTURBED AREAS !N ACCORDANCE ~
36' ~ h° ~ z a l~ W EXI~TING•C~6R SLAB W' 37 ~ C WITH THE PROJECT VEGETATION PLAN, SEE
y y y r0 REidAIN ~ ° ~ ` Lv DETAIL H, SHEET C7, ~
o W y y ~°"••o. ~ • f EXISTING BULKHEAD 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION,
TO REMAIN LINEATED CAMA LINE s~ y y
NOR WATER tE4E s y EW 6' WIDE FLUSH WOOD
s~ WALKWAY ~S. XlSTING BULKHEAD Q TO REMAIN

s ro a ~8,~8'~6~
ree E
('1 A ~Sl~~~n C'/1 Ll(11A1 n rrinr 3~.~a
• ~n, 1 r hw vv, I V J VV NORMAL WATER LEVEE-' saa z 1».zu
KT0LF W& 22ss4~f
EXISTING DOCK EXISTING BULKHEAD NORMAL WATER LEVEL A SITE UTILITY PLAN TO REMAIN
TO REMAIN
C4 C4 SCALE: 1=30
36 c Z.
z
35 06015

1 RELEASE FOR PERMITS JKA 4/24/06 ~
1Ig11J J
2 NCDENR COMMENTS JKA 5/26/06 `~~~1°I CA ~~ii,
° F'~S !pN!y9,~
NQ. DESCRIPTIaN BY DATE = 9' '
EA4
Revisions = ~ 157
~ ~
. GINE~'~o" r,~~i~ j • * i+s+fk r~Vi~tPoa~
LCJ
SEQUENCE OF OPERATION. OCR p ~
1. SECURE PROJECT PERMITS, p ~ ~
fU 2. CONDUCT PRf-CONSTRUCTION CONFERENCE. q ~ , .
3. INSTALL GRAVEL CONTROL ENTRANCE. ~
4, INSTALL SILT FENCING. ~ ~
5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN ~ ~ ~ Q
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS,
7, INSTALL SITE IMPROVEMENTS W W ~
8, SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION ~ U ~
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. O ~ ~ W E-~
r 8 E 3.2 ~U~ ~
i. 2,1 ~ 3,2 .88 3.4 3.9 5 r 2.8 0 MAfNTENANCE PLAN; ~ ~ Q ~ Q
1.580 Acres 3.9 ~ TING RESID E 3.3 ~
1.4 rr ~ TOR AIN ~ w 3.3 3.6 39 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
s ~ ~ a 2.2 BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
r r~ ~ ~ o 1.2 ~ \ b \ o EVERY RUNOFF-PRODUCING RAINFALL EVENT AND 1N NO
' ~ V gyp, 2.3 27 XISTING GRAUEL DRIVE CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED o
1 ~ , 3.13,1 TD REMAIN REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ~C
KENNETH & REBR TIE~.ER x-3.0 , p 4.2 DEVICES IN THE OPERATING CONDITIONS INTENDED.
DB 223 PG 402 1.a, 1.7 2.8 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED ~ ~ o
Caaw1- FF 2.9 3.8 4,1 ~ / r 3~ 42 v XISTIN QADSI SW E AS NECESSARY AND MULCHED ACCORDING TO ~
' 2,9 ~ 3~3 3,6 3.5 r RE AIN / ' SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ~ ~ ~ i
. F. 1.z r ~ z s S 88' .o t- ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~
rx~ 2.9 "'0 5345° W ' 154.28" / -~,z~ COVER. ~
g o ~'7 a 0~;: / 2.8 63. 6 ~ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ w z N
2,6 3.8 ' ROAD SHALL BE REMOVED ON A DAILY BASIS, ~
I 4, SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ ° m`-'
2.7 ~ 2.0 cn & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ ~ ~ x
2.6 ~ A DEPTH OF ONE FOOT. ~ z ~
0 / O , ~ ~ w 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 0 ~
w z.3 3. ~•1 3.e XISTING 6" PVC WATER MAlN ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF ~ ~
0.7 Z r K,S, SLROE
CONSTRUCTION. ~ w ~
DB 139, PG 51 2 ~ e, r 0 ~c~1 W ~ i
o~p.
bj•, 0.6 1.8 e o d 1. ( w ~ kid Q~ N
~ EXISTING SHED ~ ~R ~A~. ~ aVERIED BY ~T~NC~ SPECIAL SEEDING NOTE: ~ ° o;~ 'THE CONTRACTOR SHALL PROVIDE A GROUNDGOVER SUFF{CfENT ~ v a ~
~ REMAIt~,6 1.s / 1.2 ? ~ ~VE ~ TO ~ R~ITED 1NR~lI~i TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER ~
? ! 2.4 ( O ~p~~ ~IC~. OF 15 WORKING DAYS OR ~0 CALENDAR DAYS FOLLOWING ~
2.6 ` -a~ 4 ~ n i ~ 2'S 5 C6 Q UUII~~ ~~~I COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ~
z- ~ , ? 154.44' Total to
~ ti ~ ~ pal w ` NORMAL WATER IEVEI ~ \ 2 ~ ~.s .0 I ~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
~ DROP i UC 9 D ° ~ 1 "--5 ° 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
y , q~ XISTING HYDRANT sj ~ ? 0 3.2 I - 5.5 os,sg• ~ z. _ -~-y-...,_ 5,7 1 tPk ES OF CONSTRUCTION OR DEVELOPMENT.
~5 CRAUEI CON1R(~ ENTRANCE B S8" ~ •9 - ENi S ° ° 5.5 ~ / ,
/ V = a v C6 NOTE:
EXISTING RIP RAP ~ 5 ° 56 5• a 6 5J ACE MkNHOIE ~ ~ ° 5.5 IOIF 12" 99.49 Q RI = 6.O ,
TO REMAIN ~ ~ a N T - 21 ~ z ~ / ALL FILL MATERIAL NEEDED TO COMPLETE ~
~ i 5 ~ 5.5 3.81NV °Q 2.9± ~
° 2q,F,5" ~ s I v a JIMM ~ 5.8 5.8 JIMMY WAT ~ ti// THE PROJECT NOT GENERATED FROM ON SITE
3 B4 1o,2s i os ~ ~ s B 418 PG~116 ~ GRADING ACTIVITIES SHALL BE OBTAINED FROM
`s, •8 i~~ooaie taa~as"~°ar~ 5.8 5. 5.8 5.8 ~ ~ \ ° 85'54 3"W
~'S4 ~"W~ ~ ss~5a 3~ A PROPERLY PERMITTED BORROW P!T FACILITY
~ .8 a ° 3 w ~a i ~ ~tvw ?2, 9
mss. 1 5'F~i.S RI~I = 5.3 ~s q ~a 4r ~na4. a,~ ~ p IN44RT = 4.0' Ta BARN a
~a ao~t E1EUti>~n = s~ ° EXIS G f7 A SIDE SWAEE ~'4fRT - 2.5 O BYPA C6 ,C6 ~ ~~o LEGEND
-4 5, ° >J4~ 4t iEUP Vua = 4362 s ° 10 AIN 1 80111= Q DNENi Si AtE) w i,~' ~ ~ ~ ~ SILT FENCE C
~ ao 3• 41 + C7 a
EXISTING 8UE HE - ! a ! ~ ~ TO EMAIN ° E 3 E)TSANG BQAT RAI4P
•5/ o ° + TO REMAIN OUTLET PROTECTION D
1 ! 1 + C7
! 2.e a 2 5 2.3' ° 4° 5.7 3' ~ !
NORMAL W 1ER EE~EE ° Q -~----4 2.7 2 ~y z ~ 8 a ! a ° ~ s ~ ! 3 18" RI RAP FIE R ~1~~ 46 ~
it ! p• FL W SPREADER SEE ' FABRI TOT OF S ~~INfEIR,i~iMN BASki 5.7 D AIC 3 SNEET C5 2 801ip1 EEEVdiNW ~ .0' ! S~~T FEN~~ ~ OUTLET PROTECTION E ~ ~ ~
~ a i a 3 N t~A Ai @JA011= ,842 SF C7 ~ ~
cO ! ° VE TA1ED BUF R 1EM' POq. BEVA? = SO C~ 1 •g 2 1 q° RCP (i 3.8 INV PREA AT LEIS' = 2~ N 45 ~
YpUNE - 2,211 BC f{E1 ~ 5 5.8 ig' ~ ~ ,9 .a ~ ~6 E 1MF i~ R~ ~ (1) ~ ~ + ~ + ~ ~ CHECK DAM f ~ ~ ~
! ~ 60, 00 ~ + ~ 44 ~ C7 ~ ~ o ~ a
~ a ~ ! 3 ~ ~ ~ z.3 ! ' ~ 5.6
~ W 6~ WID fIUSH WOOD .6 a .4 ~ ~ 5,8 I W~' ~ ° 3,r 43 INLET PROTECTION G ~ p.., ~ ' h
~ w o l,,, 8 WETLAND ll ~I 3, ! "'!y 1, WALKWAY d w NORMAL WATER LEVEL C7
es ~ 3 S~A4El C 1ROl ENiRAN •8 ° 5. ° 5 ~ w- ~ 2.4 ~ 5 ~ ~ ~ ~
" " ~ 5 5' ~+~4 2.6 4,2 ~ 1 y G~" s' 3. r ,,,..•'2,a 1.6 C6 3 5. 42
1 a ~y 8
s" Pv A ER a ° s ~ ~ 4 wi S. ~ ! FROM NEW D .8 5 / ~ w~ ~ ~ ~ ~ ~ VALVE & VALUE BOX A ~ ~ ~ Q ~ Ca ~ ~ ~
y ,~~m / p 1. ? ~ ~ N 41°5336 6 GUTTERS ~ ? -ie ~ + ~i ' 41 ~ I
6.43' ~ ~ ER ~ ~ O ~ ~ ~ ~ 2"' CLE~ANOUT B ~ ~
EXISTING BULKHEAD N~ 2.e 4' ti a ~ ~ ~ C$ ~ C''J Q
TO REMAIN ~ ` NEW 6' W1 FLUSH W40D-~ 2 ? , ~ o s ? WAEKWAY~EE DETAIL D& E, W FLUSH W40D z U Y~EE DETAIL D& E, ~ f w ~
3.2 3.3 ' ~ o f SHEET C 39 C~ ~ THRUST BLOCK C ~ ~ ~ I-1
fir,- J~rr • A .I 3 ~ W
/ 4Z ~ ~5 ~,s ~ ~ ~ Cg ® U ~
IdORMAE WATER EEUEI 'a~ o ~ ~ 2. Q m~ 3,2 ! ? 4,0 38 ~ ~ ~ ~ F'
~ ~ ~ ? 0 ~ 3 , WETLAND I E ~ ~ ~f,J ~ ~ ~ 1" WATER SERVICE D ~
_ o ~ ~ `~.l CS 31
~i h 1.2 \ y 0,8 \1 , .l XI~TING~CORBR SERB
? y TO REMAdNy ~h, NOTES:
\ ~ y y W y rr~y~~-• ••`1 ~ ~ ~ ~ 1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
EXISTING BULKHEAD ~ a..,~~ ~ Q y ~ TO REMAIN DEIINEATE~AhtA L ~ ~ ~.-r-----~•"""""""' .9 2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
J,~ EW 6' WIDE FLUSH WOOD ~ 4.a NORMAL WATER EEVE ~ WALKWAY
xisTlN~ Bu~KNEaD ~C ~ ~ WITH THE PROJECT VEGETATION PLAN, SEE TO REMAIN ~ DETAIL H, SHEET C7,
3. .v , 3. 3, SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION.
s
ree 31.18'
CL A SSi FIE x,3.20' D SA N ORMAL WATER LEVEE S84s , QW NSW z,
~ emu nn i c ~nniw ?nwuren 22set E
D& E, SHEET C1B EXISTING BULKHEAD-/ EXISTING DOCK 10 REMAIN NORMAL WATER LEVEL
A SI E GRADING PLAN TO REMAIN
SC LE: 1"=30'
LC3 G3 ~ 36 L2
06015

1 RELEASE FOR PERMITS JKA 4~24~QC .
15' GAMS REG LIMIT '~'`'~--r ROOF GUTTERS SHALL BE PROVIDED ON THE (.,~r~~ * ~
NEW DOCKHOUSE FACILITY WHiCH SHALL DIRECT
ALL ROOF RUNOFF INTO THE RiP RAP FLOW Np,. DESCRIPTION BY DATE SEAL ~
\ SPREADING DEUIGE, SEE SHEET C3
IIMIiS Of LONE 2 RIPARIAN BUFFER RE'V1S1~11S 57`38 s ~
THIRD FLaOR s '%.,~~jy~ IN
iOi~L IMPACTS CkMR AEC =1,166 Sf ~~~~~I! ~!!1~
LIMAS Of LONE 1 RIPARIAN BUFFER
SECOND FLOOR SEQUENCE OF OPERATION, ~ C`'
EDGE Of OVERHANG Of NE>N ~ INVERTED 1. SECURE PROJECT PERMITS,
DOGKHOUSE SiRUCiIJRE iOiAC. IMPACTS 20NE 2 = 736 Sf FIRST F CONC. DRIVE N R A ~ooR ~ co c, a D 2. CONDUCT PRE-CONSTRUCTION CONFERENCE.
_ EDGE Of EKISI1NG QNOREiE S . I hI I hi I hI 111 I ICI I ICI I I~ I ICI I ICI I I~~ I hI I 1=111= - C L~ ri~i= -in_ = - 3. INSTALL GRAVEL CONTROL ENTRANCE, ~
-III- III-1 I I-i I i-1 I I_I I 1-1 a-1 I hI I I I I ~I i h~' ~ ~I 11= I r ° ~ ~ : ; . i0 REMAIN 11= ~ ~ ~ ~ ~ ~ 4, INSTALL SILT FENCING, ~
GRADE 5, INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN ~ Q ~
TOTAL IMPACTS BONE 1=1,Q>~3 SF 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS, o ~ ~
7. INSTALL SITE IMPROVEMENTS O
8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISN PERMANENT VEGETATION O ~ ~
1 PLAN VIEW Q NEW DOCKNOUSE ON EXISTING SLAB 2 TYPICAL CROSS SECTION OF RESIDENCE ROAD 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION, ~ ~ ~ ~
SCALE: 1 C2 C2 30 SCALE: 9 -20 C2 C2
MAINTENANCE PLAN: ~ ~ ~
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~ W ~ ~ , .
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ~ ~ ~ W ~
EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ ~ ~ .c~
t 58 f .88' J ° CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED ~ U1 U p
° 1.580 Acres ~ XISTING RESID E ~ REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
° ° TO REMAIN ~ ° ° ~
DEVICES IN THE OPERATING CONDITIONS INTENDED.
° 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
~ o ~ ~ a~ ~ XISTING GRAVEL DRII~ AS NECESSARY AND MULCHED ACCORDING TO
i TO REMAIN SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
KENNETH ~ REBA TI~.~ER ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
DB 223 PG 40 2 COVER. r
CRAW.. ~F 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~ o
° ° K~STIN OADSIDE SWA E RE AIN ROAD SMALL BE REMOVED ON A DAILY BASIS. ~ ~ ~
A~ i ~ , 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ N I
S 88 53'43" W ,5 ~ 154,28 ~ ~ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ ~ ~
i`^ 0 A DEPTH OF ONE FOOT. ~ ~ z ~
5 THE STORMWATER INFILTRATION BASIN SMALL BE CLEANED O w z N
' ";`i ° ° ° ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
° ~ CONSTRUCTION. ~ ~ mom-'
~ I ~ ® o W v ~x
c,a
cWO Q. ~ z~ SPECIAL SEEDING NOTE: o
° I m XISTING 6 PVC WATER MAIN N.S. SHADE ~ ~ ~
oti~~ i r". THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT W ~ Q
, ~ DB 1 9 P 1 ~ ~ 3 G5 2~ gar, ° ° ~~5 TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
~o~ s..a. ~ ti r-+. OF 95 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ ~ r~
s>c , , Q O COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT ~ ~ o
~ EXISTING SHED ® W ~ ~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF e~ m'N
~ REMAIN ~ ~ 15 ~N10RKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ o ~
~ ` ` 0 OF CONSTRUCTION OR DEVELOPMENT, ~ ~
Q ,9, rl ~ c
~i A V i p a~ N 87'1743 f J
~ ~ ,~y 5N 154.44' 7ofal ~ NORMAL WATER LEVEL ~ 5'R ~ Q NOTE;
~ ` 15'R
~ 4 '~A ~6~ AI,6 , ~ ~ 5~ a ~ ~ ~ ~ ~ ~ ~ ~ XISTING HYDRANT ASE FIDE MATERIAE NEEDED TO COMPETE
bs 9 ~ a ~ _ ~ ~ ~/J~ F s~' d 4 ly a a M855703'~ THE PROJECT f~OT GENERATED FROM ON SITE
~ ~ a 15~ 13224' ~ a a
> ~ a ti$ 87'03 6" a d. EXISTING RIP RAP ~ ~ a ~ a ~ ~ ,W GRAD NG ACTIVITIES SHAEE BE OBTA NED FROM
TO REM AIN off, ~ , a ~ ~ ~ ~ , ~ 5'R 3R ~ 99, 49 4 ~ /J ~ a 15'R
, 1 r~ a a,. . A PROPEREY PERMITTED BORROW PIT FACIEITY
JIMMY JIMMY WATSQN ~
N 65'2t'O8° W ~ ~ ~ 5'R a ~ 10.26' 24 TYP ~ / ~ , ~ ~ ~ o ~ , ~ DB 411 DB 418, PG 116 LEGEND
s ~ SILT FENCE C
a e Q ~ 8550'23"W ~o'z~°w ss5~5o'2~"w ~ ~ ~ ~ C~
e 4 ~ a. ~ ~ ~
o ~2,go'
~ ~ ~ INEILIRATION BASIN ~1 ~ ~ , ~ ~ XIS LNG R aiaslDE Sw>~.E , i 1 e OUTLET PROTECTION D
S'R ° ~ ~ / ° TO MAIN ~y ~ ~ ~ / vs i , ° ti C7 ~o
f 4 50'R~ ~ ~ ~ i J' ~ ~ ~ I / ~,v i ~
EXISTING BULKHEAD ~ 1 ~ 1 1 ~n ~ ~ ~ r. ~o / i TO REMAIN / ~ ~ OUTLET PROTECTION E
Q " / O y K1S11N6 BOAT RAMP l
1 ~ , ~ c~ ro ~ ~ TO REM~N C7 P
1 15R a z a a
' N4RMN. WATER LEt+kL ~ ~ ~ ~ ° . a Q 4 ~ ~ CHECK DAM F 46 ~ ~ C7
~ ~ ~ a v` '~,3 ~ ~ ~o, INf1LTRA~QN BASIN ~2
w ° 15'R
l~ / 4 ~ ~ q ~ ~ ~ 4 ~ ~ ~ { ~ ~ ~ ~ ~ ~ 45 ~ INLET PROTECTION G ~
~7 ~ o n i / C7 ~ ~ ~
t J~ ~ N87°19 36 E ~ ~ ~ ~~i / ~ 60,0 ~ 15R +
~ ~ o ~ C.~ ~"1 0 ~ as VALVE & VALVE 80X A ~ ~
/ ,iSR i ' ~ ~
~ NEW 8' VAD FLUSH WOOD ~ ~ ~ c7 ~ ~ o ir,, WETLAND LINE ~ a J ~ 2 r~ \ C 5~R ~3 cs Q~~
{ WALKWAY Q a N4RMAL WATER IEVEI ~ ~ ~i ~
~.1 ~ m ice' ~ r ~ - rr~'~f'~''(,~ \ J/~ ~ 2~~ CLEANOUT 8 C~~ ~ ~
~i ~ / v W ~ ~ • a2 CS
W b , ~ ~ 1 .ten ~ L~ d 1 ~ ~
W ai ~ Q ~ / / w N 41'53'36 ~ ~ ~ ~ 41 ~ THRUST BLOCK C ~ O E-~
~ o 6,43 rr~"".r / ~R~Pfl1AN,~.~•~"~"`~.,,,~ ~
EXISTING BULKHEAD Nw ; , % ~ ~ as ~ ~ ~ ~ ~
4 j r TO REMAIN ~ \ ~ NEW 6 W FLUSH WOOD A iry ` ! ~.usN woad ~ ~ ~ ~ 1 WATER SERVICE D ~ ~
~ j} ~ ' o ~ ~ ~ , r WAIKWAY~SEE DETAIL D~ E, SEE DETAIL D~ E, Q- ~
`r-••...,, E~pARlN1 .,1~ l,~ SHEET C 1~ '"'+?rr 250 R ~ ' ~
ti ( ` a NOTES. a ~ ~
NORMAL wATER LEVEL ~ ~ ~ ~ 38 ~ ~ 1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION, p~ ~
~ WETLAND NE ~ ~ ~ ~
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE p'~,~
/ ` ~ J)~W _~.-~",-I W / \r~~rrrrrr ra~~rr ~Y ' 31 ~ ~ WITH THE PROJECT VEGETATION PLAN, SEE
I zoo ;"~+~~""'W W y M`~TINGWCOiC9R SLAB ~ ~ W W W TO REMAIN W ` ti~ DETAIL H, SHEET C7.
W W W W Lrrry,rrr ~ ~ 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION,
EXISi1NG BULKHEAD W W , j r~
TO REMAIN IN W ` .,r,....rr,.r..r DEL FATED CAMA LINE W W ~,.~.r..r.-• ~.l ~
NORMA WATER LE ~ y EW 6 WDE FLUSH WOOD t, L YEL a~ ~ W WALKWAY EKIS~NG BULKHEAD
TO REMAIN
. ~"f A
roa ~ re e .~A. ~84~5~'36~
CLASSIF! 3',i8~ ' ED SA LI ~ ~ / n I I q ~ .zo
J 7 Q V U. ! V V i~ r-~---___ ORMAI WATER IFVfI SBax~,>._
NEW 90 Lf VINYL BULKHEAD 1z
EXISTING DOCK D& E, SHEET CtB EXISTING BULKHEAD NORMAL WATER LEVEL
A SITE LAYOUT PLAN To REMAIN TO REMAIN
C2 C2 SCALE: 1=30
36
2
35 06015

I
5 5 5 5 5 5 1 RELEASE FOR PERMITS JKA 4~24~06
EXISTING GRADE NORMAL WATE LEVEL FINISH GRADE EXISTING GRADE NORMAL WATE LEVEL FINISH 4 4 4 4 4 EVEL FINISH GRA E 6' WIDE FLUSN WOOD WALKWAY ,~triiuirrq,,~ D
NEW WOOD BULKHEAD 4 WHERE INDICATED ON PLAN ,`~ti,~~~ CAga~~
3 3 5 - - - - - - 3 3
ORMAL WATER LEVEL - _ =I 1 I I 3 N0. DESCRIPT N Y DATE OFD' Sfoti~~'. - I ~ B
2 2 2 - 2 2
_ 6' IDE FLUSH W00 E FLUSN WOOD WA KWAY WHALER 11=111=111111=III=III=IIf=III~'III~II 111 Revisions ~ ~ y TIC I I~ I H I I-III T~ 11=11.~ 1111 111= ~ ~~a ~ °
1 1 1 ~ 1 1 1 I1=1! 1=111111=1 I l~l I=1I [=1 I1=111~1I I I f~l ~ ~ ~ 1II=~~11=11.1=11.1=i III IJ=111! 11=i I I : '~.~~ti~ '
0 0 0 0 0 -=1I i~I! 1=1Il~I 11=1 f I-II I I I' ~'~~P, 0 III?1= _ - - 1=II1111~ II~ or,<:~~
EXISTING BULKHEAD EXISTING BULKHEAD NE VINYL SHEET F VINYL SHEET PILING II-III-III=III=111=III=_ ^ _ _ II. NOTE:
-1 -1 -1 -1 -1 _1 III-~=IIIIIIT~11= 1.111=11E= - ~ BULKHEAD SYSTEM SHOWN (S FOR SCHEMATIC.
TO BE REMOVED TO BE REMOVED EXISTING -BASIN II-II1=lII~III=III-II1=1II- I1=111=?I'- ~ IIIIII~IIIIIIII~I i~lllrllll~lilll~ ~ 'III PURPOSED ONLY. THE FINAL DESIGN OF THE
-2 -2 -2 -2 -2 TO BE FILLED III-III-1l1~~~11111~=' BULKHEAD SYSTEM SHALL BE BY OTHERS.
-3 -3 -3 - I F=1 I!-f I I~ I I-I I L=1 I I. ~
3 -3 -3 III-III=III-111=1'" DEADMAN PILE ~
- EXISTIN BOTTOM _4 _ _ _4 _4 _4 -4 OTTOM ~~IIIIIII~II~,III_-'~ TIE BACK ROD ~ ~ ~ _4 ~
O ~
-5 -5 -5 - 5 -5 5 NEW WOOD OR VINYL BULKHEADING-SEE PLAN Q ~ ~
EXISTING B TTOM EXISTING B TTOM
-6 -6 -6
0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 2+00 0+00 0+50 E ENLARGED CROSS SECTION OF BULKHEAD WALKWAY ~ ~ ~ ~ 1+00 ~ p~
C~ C2 NOT TO SCALE ~ W
B SECTION THROUGH INLAND BASIN-EXISTING CON ITI N C - D D 0 S SECTION THROUGH INLAND BASIN EXISTING CONDITIONS SECTION THROUGH VINYL SOUGH VINYL BULKHEAD NEAR DOCKHOUSE ~ W ~
C2 C2 SCALE: HORIZONTAL-1"=30' SCALE. HORIZONTAL-1"=30' SCALE: HORIZONTAL-1"=3 „ e C2 e C2 > I~ 03TAL-1=30 SEQUENCE OF OPERATION: O ~ ~ W ~
VERTIGAL - 1-3 VERTICAL - 1 =3 VERTICAL - 1=3 1. SECURE PROJECT PERMITS. ~ ~ ~ ~
_ / es ~ / 3,2 $8' 3,4 3,2 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. ~ ~ p ~ p
1.5 _ 2.1 ' 1.580 Acres 3.9 3.INSTA~LL GRAVEL CONTROL ENTRANCE.
11NG RE9D E 3.3 4. INSTALL SILT FENCING.
1.4 ~ ~ TO AIN / w 3.3 3.8 / ? ~ 3,9 \ ~ 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
V 3d 2 2 ~ 3 6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
~ o 7. INSTALL SITE IMPROVEMENTS
2.3 2,7 XISIING GRAVEL DRIVE 8, SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION
i 3.13.1 ~ TO REMAIN ~ENNETN & REBA TILLER 3.3.0 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION. ~
.Q 4.2 1.4 ~ / 2,8 ~~a
DB 223 PG 402 1.7 1 1 A,1 / / 2.9 3.8 ~ Dui
3,7 a.z 0, XISTIN OADSI ' SW MAINTENANCE PLAN: n ~ N c~
i 2,9 ~ ~3 3,6 3.5 M 1,z / z.6 ~ 2.7 3.1 TO RE AIN 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~ ~ ~ c~ ~
~ ~ / z' ~ a S 8$33' o ~ o \ .~~JDc -er.r,r.r r2i.~~rr 54.2$ ~~~.i` BE CHECKED FOR STABILITY AND OPERATIONFOLLOWING ~ ~
/ B ~ 6 ~ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO
I j 2~'~?~, 63.7 3 CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED ~ w ~ ~
2b ` v JOE & KEVIN AUOLIS ~ / 3.6 REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL ° m cv 4.
/ I 2.6 / 4.0 3, 2.7 DEVICES IN THE OPERATING CONDITIONS INTENDED. W ~ ~ X
2, ALL AREAS WILT. BE SEEDED, FERTILIZED, AND RESEEDED Q
U / 'I , , ~ AS NECESSARY AND MULCHED ACCORDING TO ~ z ~
o / SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ~
~ 2.3 3. 1 3,8 Q ~ ]:XISTING 6" PUG WATER MAIN 0.7 ~ ti ~ ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE ~ ~ ~ o
K.S. SLRDE CODER. ~ w ~ a
/ ~ ` ~ DB 139 PG 51 ~ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ~ ~
' ~ ~ Q ~ ~ ~ , ~~h j ROAD SHALL BE REMOVED ON A DAILY BASIS. ~ o ~ ~
SO `f 7 I ~ s• 2,2 n ~S 0.6 1.8 ~ l9~, ~ Q 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING ~ - m ~
~ / !y~ 1 a I I / i ~ v XISTING SHED ~ ! ~ s~`~• ~ & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~ ~ O ,n
t~ REMAIt~,6 2, t0 8E REIfOYED 1.6 ~ ~ A DEPTH OF ONE FOOT. ~ r2
l.z ~ ~ ~ ~ A~ a 0 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0
2,6 ~ ~ 51 ~ 1 Q ~ x~ 2.5 / ~ ! Q ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
~ ~ ~ ~41E0 ~ 154.44' 7 ( ~ ` ~ 4,096 ~ At~ES h BUI~p#AD ~ otat ~
NORMAL WATER LEVE 4 ` ~ ]gp cy F~.aOik BELOW TO BE ~ o t~ 'S
N. .9 .5 / '
~ 6 . E)4STNV6 • ~ ~ ~ • ~ ~ XISIING HYDRANT sg. TO BE _ ~ 1 1 SPECIAL SEEDING NOTE:
{y 1 3.8 ` pia t 3,4 THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
~v EXISTING RIP RAfS ~ t0.9E j 1 `7Q3'36" W TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
o.a> ~ ! 1 99.49 TO REMAIN ~ ~ , ~ OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~
~ ~
~ ~ 3 EXISTING STRUCTURE ~ 1 , °q f~1M 4Stf WOOD ~ ! IRE ~ ~ COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
N ~ras`~w -r JIi~MY WAT UIV ~ ,i~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
TD,~6 - ~ ~ I DB °s" SiRUCtUI~ ' , N s ~ 2,9 - 418 PG~116 ~ 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~/~i
-I~ - LUPTON ET AL. \ OF CONSTRUCTION OR DEVELOPMENT,
~ s 85'50' 3°W 3 >85'S0' 3"W S85'50~3"
~ DB 251 PG 247 3., W ~ • ' 63, ? / ~ 1 / ~ o I ,2.9 MOTE:
~s~' / / ~ q ! J e
i ~ ~ :a XlS G ROAD510E 5W lE , ~ ~ ° TOR AIN 0 d ~ ALE FLEE MATERIAL NEEDED TO COMPLETE a
~ ~ 1 ~ W
3.0 d I\ EXISTING BUl HE D 1 ~ r r~ e THE PROJECT NOT GENERATED FROM ON SITE ~
TO EMAIN 1 ~ I 3.a .5 ~ ~
i N ! ~ 1 1 o r ToREMAIy°ATRAMP GRADING ACTIVITIES SNAEL BE OBTAINED FROM. d
z.l 1 ElOSI11G DVF~D I ~
2.3 ~ ~ 3,4 i r P 2.3 NORMAL W TER LEVEL PAMLICO ONSO~T ll~ 11 {p}T ppii rr ~ A PROPERLY PERMITTED BORROW PTT FACIEITY 9~QR I Lllr ~ 46
I I z 1 v: 2,1 2.7 1 !C, ~ 1 ~ ?
- dB 251 PG 247 / ~ N ~ ~ r 247 ~ ~ ~
4 LEGEND ~ ~ ~
r 1 + 1 OJ 1 °'D i 5 ~ SLIT FENCE C ~ ~ ~
~ ~ / TO BE f ! ~ so.oo , !
e ~ m ~ arm t 2.3 e --~1 1 1 ! ~ ~ qq G7 ? ~ ~ a / a~~
/ r ~ 1b 1.6 f
w ° ~ ~ •B ,---WETLAND 11 ~ ~ ~ 3,6 ~ ~ ~ GuTIET PROr~CTION o ~ ~ 3,6 43
2S ~1~ he 1.1 1, ~ ~ tJ~ J. ~ 3,3 2.4 t ~ ~ NtKiMAL WATER LEVEL C7 Q ~
V ' W y ~ re ~ _ J 1
y ~ 3,0 . j 6~~1q $ ~ 2.6 2.6 4,2 J ~1~' 3.2 ....rte"' "we~r..s / 1 1 42 ®OUILET PROTECTION E ~~n- ~ Q
e ~ ~ ~ ~ !
F--1
e N 4153 36 ~ ~ 9 ~ ~ t C> a~ ~ ~ s s 1'~, m 6. 3 t~ BU 2s t 41 ~ ~ ~ ~ ~ ~ Q ~ O ~ CHECK DAM F ~ ~
\ V r++w."" . r ~ rr r ^ 3 L5 1 4,2 ,7 ~i~.t
E IS11NG BULKHEAD ~w 2.8 b M~~ a' • • . ..tl ~ ~ ~ ~ • ~ T4 REMAIN \ o, ~ • • a ! ti o 40 ~ ~ C7 ~ ~ ~ ~ 4
n \ \ 33 ~ OS o 3,2, , ~ F~
i ~ ~ ~ INLET PROTECTION G ~ ~ ~ V
e 3.6 m
NORMAL WATER LEVE A~ 3. ~ 2. ~ $ s p 2 ~ Q ~S ~ C~ z 1rtC"""""7A1 c~ co ~ ~ L
\ 3 e' ~e a.o ~ / W'EILAND I E tJ a _ ~ a 38 ~ ~ VALVE & VALVE BOX A ~
~ C8
h _ 0 0.8 1.2 t a, . • r r r o lr 37 H
~ \ W . t y XI~TINO.C01~R SLAB , " e ~ , . d ~ \ ~ ~ 2" CIEANOUT B
'~'""'s~ ~ y i0 REIdAINy ~ whhy. ~ ~ CB W~
EXISTING OUIKHEAD ~V a° 4~r,~. ~ 0 , `'ti ~aa-- ~J
TO REMAIN DELINEATES >'AMA L 9 THRUST BLOCK C
' NORMAL WATER IEUEL HOOD Wrtit~(WAY ~ a.a EAS1NiG S1RUC11~E TO ~ RISTING BULKHEAD ~ C8
t0 BE RE~JYED TO REMAIN G
/ 3.4 4 3.4
/ ro a E_ ree ~ ~ - 1" WATER SERVICE D
ro
1 T E 113'20 CL ASSI IED SA EXISTING E
Q W NSW AL WATER LEVEL s2sjj ~ NOTES:
EXISTING DOCK EXISTING BULKHEAD NORMAL WATER LEVEL
TO REMAIN TO REMAIN 1. SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
SITE AYOUT PLAN 36 DETAIL H, SHEET C7.
E SCALE 1"=30' C1B C1B 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION, 06015

1 RELEASE, FOR PERMITS ~~KA 4~24~06

~~``~~N ca~o~,,
ND. DESCRIPTION BY DA1`~ ~ AL~~~~'
Revisions s~a~ ~s r ~ ' F.. l
.
~~%~~,~'F a1*~~
4 rs r' e ear
r' h~r~~~~r~~~,
a
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~ ~ f ~ ~Su~~fry,~~

~ ~ ],580 Acres 4SYW W
ro r
I 3 . > ~ v ~ ' A511YYDOd
f&NKi C?JIE ~ ~ KENNETH & REBA TILLER
DB 223, PG 402 ~
s , \ m L N
~ I
~ .may...,, s~aT'~1'IY ~ ~ ~ rs,.za' ~ ~ ~
' ~ i JE)E ~ KEV1N AYOIIS ~ - ' ,e ~ ~
' ~ c;~~.•.-.•.~ of ~wzN
~ O
rx wNr~ ~ ti a c ~ xN~ NNx ~ (~fLl ~ ~ m N
~ ~ ~ K.S. SLADE 1 ~ ~ ' ~ ~ ~ ® DB i P 1 ~ ~ ~ 39, G 5 k'~4 Q
~ ~ r„,; ~ ~ W ~
/ ~ 0 t us~c seu ;~u ~ ~ 2005 PAsnQtAesl, dhc ; ~ 2006 72k~ l~s ~ - ~
~ ~ 1 I ?J L
In 0 o' ~e ~ ` I Q
14E Na7rra'e ~ ~ r ~ HavuxNmc ~"o`'~''` 7~a to~ lo~E U~~ilY SAP ~0~ TO A ~W~o ~C ~E
~ waue ~ w~~~
'~6 *78~~ C 1 TRIG HY~RINT ~'~a9a 11~19Gra
y A!E s' 1 s s7nsla' ? ~ °o~ SEQUENCE OF OPERATION: ~ m N
~ / 2 3 EMISIrlG SMUCI~E ~ ~ I , SL
MaraN~a, I JIMMY WAT N ~ 1. SECURE PROJECT PERMITS. ~ O N LEGEND ~
s rasa _ ' DB 418, PG 116 ~ ' ~ ~ ss. i ~ J'. IN 2. CONDUCT PRE-CONSTRUCTION CONFERENCE.
LUPTON, ET Al. 3. INSTALL GRAVEL CONTROL ENTRANCE. -moo- SILT FENCE C
' ~ 251, pG 247 4, IN r 1/ ~ 4, INSTALL SILT FENCING. CT
s~. r" I ~ 1 5, IN a ~ g ~ d' ~ ~ ~ $ I Ip 5. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BASIN
~ e W ' r ~ 6, Fi 1 , + 6, FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS. OUTLET PROTECTION D
~ 7. INSTALL SITE IMPROVEMENTS C7 8. SEED AND MULCH ALL DISTURBED AREAS~ESTABLISH PERMANENT VEGETATION
I e, / e asFUUV 8. SI 9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
i ~ + PI~lUCO SORT LlC / ~ o . ~ OUTLET PROTECTION E
~ ~ ~ 251 PG 247
~ ~ ' ~ ~ 15 MAIN v Cp ~ + °r~i~en°~~ i MAINTENANCE PLAN; ~ ~ C~
d EIS y D9~.~6 ~ A 1, ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL ~
+ BI BE CHECKED FOR STABILITY AND OPERATION FOLLOWING CHECK DAM F
D AMIf~tMll s {3 1 . ~ ~rur uttt E ~ N RIB EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO `ICJ C~
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED INLET PROTECTION ~
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
+ + ,r N 41'53'76' ~ ~ W DEVICES IN THE OPERATING CONDITIONS INTENDED. C~
+ jpSiNC C 1 ~ ~ i... ~ ~r 11~~10'9i ~ 10 'V ~ ~ 2. AI 2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
g AS NECESSARY AND MULCHED ACCORDING TO VALVE & VALUE BOX A
~ ? , ~ a SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO Cg
Naa~u MATER d ~ , 3 :<,~,y ! ~ ~ ~f ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
~ ~ COVER. ~ 2" CLEANOUT g
~ 31 r ~ . ~ ~ Q 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PU$LIC Cg
,z,,, ~ w ROAD SHALL BE REMOVED ON A DAILY $ASIS,
~ v~ MATER ~ ~s•~ 4. SE 4. SEDIMENT SHALL BE REMOVED FROM BENIND SILT FENCING ~ THRUST BLOCK C ~ ~
aM~M~arE me~o~aw mcraur~aAO Q ~ a~ aea~ N 6EMAN Ci & CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO ~
~ ~ Broad Creek ~ ~ A
nPo Nssos~s~'f CLASSI1=lED SA, HQW, NSW -r na2o' S TH A DEPTH OF ONE FOOT. Cg ~ Q C)
fHSta~G ~ Na6vx MA~+ AP 5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED 0 1" WATER SERVICE p ~ ~ ~
m ~MMI i° ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF H
r C~ CONSTRUCTION. Cg ~ ~ ~
t NOTES: ~ a ~
..r.. 1, SEE DETAIL A, SHEET C7 FOR TYPICAL PAVEMENT SECTION. ~ ~ E-~ Q
SPEC SPECIAL SEEDING NOTE; ~ f~
THE Z. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE O ~ C~ ~ THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT WITH THE PROJECT VEGETATION PLAN, 5EE U ~
5 TO F TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SNORTER DETAIL H, SHEET C7. Q W
PRD~Ci ~11~dARY
6 ~ OF 1 PRO,~CT OAiA: OOMI OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING 3. SEE DETAIL E, SHEET C8 FOR TYPICAL TRENCH SECTION. ~ a ~ M
DEVELOPER: PAMIICO CONSORT, LLC ' COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
Po Box 1s1 GROI ORIENTAL. NC 285]1 a ~ 5 (252)67t}6181 E ~ GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF ~ ~ ~ ~
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION ~ ~ ~ ~,J
ro ~ OF C OVERAII SiiE AREA:124,194SE, 2.86 ACAS 6 OF CONSTRUCTION OR DEVELOPMENT. ~
' z NOTE; LEGEND ~ ~ O ~
S1E ltRJING: NONE ,a ~c
u1lEI~ES: ~l~R-P~va>ESEP>IOSrSTEM ~ THE EXISTING MARINA IS BEING R~~NOVATED UNDER AN EXISTING N~~ WAffR-PAMLICO CQUNIY ~ ~ CAMA GEN RA P E L ERMIT. THE CON IGURATION OF THE EXISTING NOTE: EXISTING PROPOSED ~ ~ ~
ELECTRIC-TIDELAND EMC ze o ALA ALI_ Fi~~ MATERIAL NEEDED TO COMPETE - -5- - - eoNTOUR 5 ~ ~ ~ ~
>ELEPNO~-sPRM1T MARINA AS DEPICTED HEREON SHOWS THE EXISTING SEfP rz a
cAOLE TELEM9QN-Cox ca~MUt~RCA~oNS 27 z CONFIGURATION AND NOT THE PERMITTED SLIP CONFIGURATION. THE uEEUSE CoELEC11oN-PAMEiCO CouNTr Q ~ REFERENCE THE CAMA MAJOR PERMIT FOR AUTHORiZ ~ IP THE PROJECT NOT GENERATED FROM ON SITE - - - WATER MAIN ~ ~ - --D- - - STORM DRAIN D
3 ED ~L 1OTAL ~ UNITS 12 ~ ~ R p
G i0TA1 IMPERMEABLE AREA: 38,142 ST, 0.88 AC, 31.04X TDTAL S11E AREA CONFIGURATION, GRADING ACTIVITIES SHALL BE OBTAINED FROM. sEweR FORCE MAIN FM----
iDTAL PERMEABLE AREA: 86,052 SE, 1.98 AC, 68.96% TOTAL Sl1E AREA " ? n ~ A A PROPERLY PERMITTED BORROW PIT FACILITY - -oHE-- - OVERHEAp ELECTRIC
CAMA SUMMARY, 15
10TAL ATE AREA WiNIN 18' CAMA AEC =62,623 x,1.44 ACRES, 50.27 Of iDTN. SlE AREA ~ . 10iA1 PROPOSED BUiL1-UP(~ RREA M11NIN 15' CAMA AEC =4,832 Sf, 0,11 ACRES,IJ1~ OE TDTAI 1S' CAMA AEC AREA .6
NDiES: 43
1. AlL STRUCTURES BUILT UPON THE PRO~CT SIiE MAIL CDMPLY VA1N tHE EIRE REQUIREMENTS SPECfflED "
IN Tiff INIERNA~ONAI RESIDEN1IAl CO}E, YA1N NOR1H CAROLINA AMENDMENiS, 2(102 EDfNDN. ~ nfc. ~1ar~ r~~, C~~da
16 2. SECT~I 404 NfAANDS ARE PRESENT ON THE PRO~CT STtE.
Z MCrICC m0A01AAl [I110000 AD[AC fJ[M it errs uunrn ue ur~r nnn rmoT nu nir nnn rnr cirr f""~^-, ~ t~ - C3 7 3~1 n~
J rLuJL 1111 n nN uu n LnJ CVVLtiI CU UWLR idn 96N6 um E ml vii mi rRvjLbl JlIL-
4. THE RECEIVING WATER COURSE FOR THIS PROICT IS BROAD CREEK, CLASS SA, HOW, NSW AND
A r. COFFEE CREEK CLASS S HOW NSW. 19 ! EXISTING "~TE CONDITIONS - - p Posy I?c.0 Caun
C1A C1A SCALE: =50' -
06015